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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHAJI SHARON L1 |
|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||
| 1.00 | OD388777/2025-2026:Construction of quarry muck by providing local materials like quarry waste spreading in
uniform layers with motor grader on prepared surface and compacting with smooth wheel roller
to achieve the desired density completely | 37.08 | cum | 1,756.23 ₹65,121.01 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 37.08 | cum | 9,363.02 ₹3,47,180.78 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,529
Closing Date
12 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER,MSGP
LID AND EW SECTION MARARIKULAM SOUTH GRAMA PANCHAYAT KATTOOR P O
Annual Plan-Mararikulam South Gp/ 25-26/ Annual /Pulickal Valayil road Renovation Ward 11-pr 325/25-26-General Civil Work (Retender)
2026_LSGD_862076_2
T1/AE/26-27
Open Tender
Civil Works - Roads
Item Rate
MARARIKULAM SOUTH GRAMA PANCHAYAT
Please refer Tender documents.
8 documents required · 8 mandatory
₹930
Yes
₹10,529
Yes
3 Oct 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
12 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 1.001 | OD388777/2025-2026:Construction of quarry muck by providing local materials like quarry waste spreading in
uniform layers with motor grader on prepared surface and compacting with smooth wheel roller
to achieve the desired density completely | 37.08 | cum | - | - |
| 1.002 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 37.08 | cum | - | - |
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prepulikkal.pdf
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